Tender For G Shedule For Erection Of New 33Kv Line O/H S/C Line 14.71 Km With Acsr Dog Conductor (T-Off From 33/11 Kv Ss Mehlu On 33 Kv Mehlu Feeder From 132 Kv Gss Mehlu) To Connect 33/11 Kv Gss Booth And Bachdau, Under Aen(Rural),Jdvvnl,Barmer,Dist
Tender Value
8.78 Lakhs
Estimated cost
Bid Submission
18 Nov 2026
11 days left
EMD
17560
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Barmer → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for G Shedule For Erection Of New 33Kv Line O/H S/C Line 14.71 Km With Acsr Dog Conductor (T-Off From 33/11 Kv Ss Mehlu On 33 Kv Mehlu Feeder From 132 Kv Gss Mehlu) To Connect 33/11 Kv Gss Booth And Bachdau, Under Aen(Rural),Jdvvnl,Barmer,Distt.Barmer On Labour Rate Basis 2025
BOQ
| Sl. No. | Item Description |
| 1 | Part A 1.1 Conducting route survey as per approved route map and pegging of routewith tee off point section point & double pole locations. |
| 2 | 1.4 Trimming of tree branches/plants and preparing route approchases for proposed line. |
| 3 | 2.1.2 Excavation of pit in soil (ordinary) to erect various supports and stay sets including stacking of excavated soil from the edge of excavation.(15 % extra shall be payble for the designated desert area panchayat samities of Jodhpur Discom in pursuance to JdVVNL order No. 1240 dt. 18.07.13) 9 Mtr/ 1.2mx0.6rnx1 .50 m deep |
| 4 | 2.1.6 Excavation of pit in soil (ordinary) to erect various supports and stay sets including stacking of excavated soil from the edge of excavation.(15 % extra shall be payble for the designated desert area panchayat samities of Jodhpur Discom in pursuance to JdVVNL order No. 1240 dt. 18.07.13) (C)Stay set/Depth of pit 8'x3/4\\"-0.75x0.5x1.6 m |
| 5 | 2.2.2 Excavation of pit in Hard soil(A) Height of poles/R.S.Joist/M.S. Rail Size of pit 9 Mtr/ 1.2mx0.6rnx1 .50 m deep |
| 6 | 2.2.4 Excavation of pit in Hard soil(B) Lattice Tower /Size of pit 11.4/10.8 Mtr/ 1.5mx1.5m x 1.80 m deep |
| 7 | 2.2.5 Excavation of pit in Hard soil(B) Lattice Tower /Size of pit 12.8/12.6 Mtr/ 1.5mx1.5m x2.10 m deep |
| 8 | 2.2.6 Excavation of pit in Hard soil(C)Stay set/Depth of pit 8'x3/4\\"-0.75x0.5x1.6 m |
| 9 | 2.3.2Excavation of pit in ordinary rock which does not require blasting/murrad (In Jodhpur Discom) to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit. 9 Mtr/ 1.2mx0.6rnx1 .50 m deep |
| 10 | 2.3.4 Excavation of pit in ordinary rock which does not require blasting/murrad (In Jodhpur Discom) to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit.(B) Lattice Tower /Size of pit 11.4/10.8 Mtr/ 1.5mx1.5m x 1.80 m deep |
| 11 | 2.3.5 Excavation of pit in ordinary rock which does not require blasting/murrad (In Jodhpur Discom) to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit.(B) Lattice Tower /Size of pit 12.8/12.6 Mtr/ 1.5mx1.5m x2.10 m deep |
| 12 | 2.3.6 Excavation of pit in ordinary rock which does not require blasting/murrad (In Jodhpur Discom) to erect various supports and stay sets including stacking of excavated muck from the edge of excavation/pit. (C)Stay set/Depth of pit 8'x3/4\\"-0.75x0.5x1.6 m |
| 13 | 5.2.6 Erection of PCC poles in excavated pit with fixing of brackets,cross arms & top hampers as required in alignment after checking the same with plumb line. The support is to be back filled with soil with proper ramming. The nuts & bolts are to be provided by the contractor as per Nigam's specification for which the paymentwill be made at the prevailing Discom store issue rates. (B) IN RURAL AREA PCC Poles 9 Mtr. Long ( 400 Kg) |
| 14 | 2.6 Providing and laying cement concrete including compaction etc,complete using stone aggregate 40 mm nominal size (hand broken ) in foundation plinth excluding the cost of shuttering using 1 cement:5 sand:10 aggregate mix. Note: 1. The rates are all lead of cement,lime,ballast, sand,surkhi and grit etc.at site of work2. For all concrete work coarse sand shall be used no extra will be paid.3. Concrete mix prepared by power driven mechanical mixer shall be used.4. Under exceptional coditions, where mechanical mixer and vibrator are not used(with the approval of Engineer Incharge reduced by 3% for mechanical mixer and 2% for Vibrator5. Thickness of the cement concrete should not exceeed 100 mm |
| 15 | 5.1.3 Erection of all type of steel supports in the excavated pit in alignment after checking the same with plumb line including fixing of cross arms and top hamper before erecting the supports. The support should be grouted and muffed in cement concrete of ratio 1:3:6 as per item No. 5.7 the remaining portion of the pit will be back filled with soil. The nuts & bolts will be provided by the contractor as per Nigam's specification for which payment will be made at the prevailing store issue rates. The cost muffing and grouting will be paid extra. Lattice Structure |
| 16 | 12.1.1 Painting with priming coats or ready mixed red-oxide paint 2 coats of approved make on steel works after cleaning with wire brush / sand paper.(including cost of red oxide) On new surface |
| 17 | 12.2.1 Painting with aluminium paint of approved brand and manufacturer to give an even surface.(including cost aluminium paint) On new works with two coats. |
| 18 | 5.3.1 Erection &assembly of 2 Pole structures of steel supports or PCC poles in excavated pit in alignment after checking the same with plumb line.Including fixing of top bracing of M.S.Channels with pilot plates and clamps.The support is to be back filled with soil with proper ramming.The nuts &bolts are to be provided by the contractor as per Nigams specfication for which the payment will be made at the prevailing Discom store issue rates. PCC Poles 9 Mtr. Long (400 KG)/R.S. Joist |
| 19 | 5.4.1Erection & fixing of G.I.Stay sets with anchor plates in excavated pit in required position and back filling with soil with proper ramming.The work includes fixing of stay clamps.Stay insulator with stay wire at both ends with proper tension.Size of stay set/stay wire 8\\"x3/4\\" with 7/8 SWG stay wire |
| 20 | 6.9 Fixing of 11kv B&S/T&C type disc insulator for 33kv lines (each unit consiting of 3 nos .disc.& 1set of H/W) on terminal point including fixing of hardware and strips. |
| 21 | 6.13 Fixing of 33kv pin insulator with pins. |
| 22 | 6.25 Fixing of danger plates on supports/structure |
| 23 | 6.28(b) Fixing of PG clamp of Dog /Racoon Conductor |
| 24 | 7.1.8 Laying ,jointing , stringing, tensioning and clamping of conductor with proper sag as directed , using bolted type hardware including binding on pin insulators,jumpering on section points with binding wire / P.G.clamps.Aluminium jointing sleeves will be used for jointing the conductor.The line must stand at proper voltage on charging.The contractor will be provide P.G.clamps for which payment will be made as per prevailing Discom issue rate. (B) IN RURAL AREA ACSR DOG |
| 25 | 7.3.4 Laying , jointing,stringing,tensioning and clamping of G.I.Earthwire continuosly on single/double pole by using earth clamps /nuts & bolts with washers and earth reel etc.including proper binding at each end.The nuts and bolts will be supplied by the contractor for which payment will be made as per prevailing Discom store issue rates. (B) IN RURAL AREA G.I.Earth Wire 6 SWG |
| 26 | 14.4.1 Drilling of holes in MS Channel / Angle /Flat 15/16\\" dia holes(23.81 mm dia.) |
| 27 | Part B 3.1.1 Safe carriage of PCC poles including loading / un-loading c) 9 Mtr. Long PCC pole 400 Kg.Within 10 Kms. |
| 28 | 3.1.2 Above 10 Kms. & upto 30 Kms. Add for each Km. or part thereof. |
| 29 | 3.1.3 Above 30 Kms. Add for each Kms. or part thereof |
| 30 | 3.2.1 Safe carriage of steel( fabricated and unfabricated) I.e.M.S. Rails, R.S.Joists, M.S.Channels, M.S.Angles, M.S.Flat, G.I.Stay Sets, G.I. Stay Wire, G.I.Wire Nut & Bolts etc. and ACSR Conductor including loading and unloading and stacking in Nigam store /at work site Within 10 Kms. |
| 31 | 3.2.2 Above 10 Kms. & upto 30 Kms. Add for each Km. or part thereof. |
| 32 | 3.2.3 Above 30 Kms. Add for each Kms. or part thereof |
| 33 | 3.3.1 Safe Carriage of insulator, hardware, cable etc.including loading/unloading and stacking in Nigam.stores etc. Within 10 Kms. |
| 34 | 3.3.2 Above 10 Kms. & upto 30 Kms. Add for each Km. or part thereof. |
| 35 | 3.3.3 Above 30 Kms. Add for each Kms. or part thereof |
| 36 | 3.4.1 Safe carriage of fabricated lattice towers structures and sub-station structures type AB, AB beams, isolators structures etc. Including loadlng/unloadlhg and stacking in the Nigam. Stores at work site. Within 10 Kms. |
| 37 | 3.4.2 Above 10 Kms. & upto 30 Kms. Add for each Km.or part thereof. |
| 38 | 3.4.3 Above 30 Kms. Add for each Kms. or partthereof. |
| 39 | 25.3 Supply of MS nuts & bolts Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysNov 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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